Share:

CRS ISLND PARKWAY over CIP SERVICE ROAD

Map

Coordinates:
+40.78893, -73.78985
40°47'20" N, 73°47'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CRS ISLND PARKWAY over CIP SERVICE ROAD
Structure number:00000000552126A
Location:I295 OVER EAST RIVER
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:111.9 ft. [34.1 m]
Total length:797.9 ft. [243.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1961
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,571 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:51.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair2857151.0
July 2015FairSatisfactorySatisfactoryFair-79.0
August 2013FairGoodSatisfactoryFair1129159.8
August 2011FairGoodGoodFair1129159.8
August 2009FairGoodGoodFair1129159.8
August 2007FairGoodGoodFair1129159.8
August 2005FairGoodGoodFair1129159.8
July 2003FairGoodGoodFair1129158.8
July 2001FairGoodGoodFair1129158.8
August 1999FairGoodGoodFair1129156.8
July 1997FairGoodSatisfactoryFair1093057.1
October 1995PoorVery GoodFairPoor1093039.5
August 1994PoorSeriousPoorPoor2350034.0
June 1992PoorSeriousFairPoor2350034.0
October 1990PoorFairFairPoor2350038.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,1603,06415810
Steel Protective Coatingsq. ft.62,99461,61301,3810
Deck
Reinforced Concrete Decksq. ft.18,96918,70326510
Wearing Surfacessq. ft.18,93618,48145500
Substructure
Reinforced Concrete Columneach82510
Reinforced Concrete Abutmentlinear ft.2800280
Reinforced Concrete Pile Cap/Footinglinear ft.4646000
Reinforced Concrete Pier Caplinear ft.1925593440
Joints
Compression Jointlinear ft.24012883290
Bearings
Elastomeric Bearingeach72185400
Steel Protective Coatingsq. ft.7206600600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,5801,5294920